Does anyone know why ACI requires twice the shear reinforcement for walls, Sect 11.9.9, than it does for a beam, Sect 11.4.7? Eqn's 11-29 and 11-15 appear to be the same but for walls the code continues on to require vertical reinforcement- Why?
Red Flag Submitted
Thank you for helping keep Eng-Tips Forums free from inappropriate posts. The Eng-Tips staff will check this out and take appropriate action.
Reply To This Thread
Posting in the Eng-Tips forums is a member-only feature.
Since the later 1980s, manufacturing companies have seen over 3 percent in labor output year on year, with most of this productivty enhancement occuring because of the optimization of repetitive tasks. Download Now